APPENDIX 1 – Draft Plan of Proposals 

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P

C

P

C

P

C

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NOTES

DRAWN :

SCALE :

DESIGNED :

DRAWING. No.

REVISION

BY

CH

K'D

AP

P'D

REV.

ORIGINAL SIZE : A1

www.tonygee.com

Consulting Civil, Structural and Geotechnical Engineers

DRAWING STATUSCODE

DATE DESCRIPTION

DO NOT SCALE FROM THIS DRAWING

Tony Gee and Partners LLP

Hardy House

140 High Street

Esher, Surrey

KT10 9QJ

Tel: 01372 461600

FOR APPROVALS4

SCHEME PLAN & ELEVATION

C115014-TG-00-XX-DR-C-101

P4

GRK DGD

AS SHOWN

LEA BRIDGE ROAD

WIDENING

ON BEHALF OF

LONDON BOROUGH

WALTHAM FOREST

AN

C

AG

GR

K

04.09.15P1FOR INFORMATION

0 50m10m 20m 30m 40m

SCALE 1:500

10m

SITE LOCATION PLAN

PLAN

ELEVATION A-A

SITE AREA COVERED BY

PLAN BELOW

A-A

-

C-C

104

B-B

104

SCALE 1:250

SCALE 1:250

SCALE 1:500

0 25m20m5m 10m 15m

SCALE 1:250

5m

PIER PIER PIER PIER M.J PIER PIERPIER

M.J PIER PIER PIER

CYCLE / FOOTWAY OVER EXISTING

TICKET HALL FLOOR SLAB

R.C. RETAINING WALL

F.G.L.

D-D

105

PIER

PIER

NEW PARAPET

EXISTING

PARAPET

LAMMAS ROAD

EXISTING ARCH

WALLS BELOW

1. DRAWING IN mm UNLESS STATED OTHERWISE

2. ALL LEVEL IN METRES ABOVE A.O.D.

3. THE PARAPETS ON APPROACHES TO BE TIED

INTO THE REMODELED JUNCTIONS AT ORIENT

WAY AND RIGG APPROACH.

4. CONCRETE GRADE TO BE C32/40 IN

ACCORDANCE WITH BS 8500.

5. PARAPETS TO HAVE SECURITY MESH ON INNER

& OUTER FACES.

KEY

LP= LIGHTING POST

VB= VEHICLE BOLLARD TO PREVENT VEHICLE

INCURSION

= NR BOUNDARY

= NR LAND

= PROPOSED GULLY

= PROPOSED CHAMBER

= EXISTING GULLY

= EXISTING CHAMBER

= PROPOSED CARRIER PIPE

= PROPOSED SUMPLESS GULLY

= PROPOSED COMBINED KERB

DRAINAGE

6. FULL SURVEY OF EXISTING DRAINAGE AT RIGG

APPROACH JUNCTION REQUIRED TO CONFIRM

SUITABILITY OF PROPOSED DRAINAGE

ARRANGEMENTS.

7. SOAKAWAY DESIGN BASED ON BOREHOLE

BH103. LOCAL GROUND CONDITIONS TO BE

DETERMINED FOLLOWING REMOVAL OF BURIED

CONCRETE IDENTIFIED DURING SITE

INVESTIGATIONS.

FOOTWAY / CYCLEWAY

CARRIAGEWAY

FOOTWAY / CYCLEWAY

LADYCARS YARD

LEA BRIDGE ROAD

PIER

NEW VEHICLE HEIGHT

RESTRICTION

TO LADYCARS YARD

ORIENT WAY JUNCTION

RE-MODELLED BY

OTHERS

VB

EXISTING ARCH

APPROACH VIADUCT

VB

VB

LP

LPLP

LP

LP

LP

LP

LP

LP

℄℄ ℄ ℄℄℄℄℄℄℄℄℄PIER

℄℄

AN

C

AG

JF

23.11.15P2AIP APPROVAL

(NR STRUCTURE 664)

AN

C

AG

LJA

W

01.04.16P3FORM 001 APPROVAL

ADVERTISING HOARDING AND

SUPPORT FOUNDATION TO BE

REMOVED AS PART OF ENABLING

WORKS

EXISTING

NETWORK RAIL

TRACKS

1

102

PUBLIC HOUSE

CYCLE/FOOTWAY WIDENING ALONG WEST APPROACHCYCLE/FOOTWAY WIDENING

ALONG EAST APPROACH

INTEGRAL

FOOTBRIDGE

AN

C

AG

JP

C

27.01.17P4AIP APPROVAL

EXISTING STATION

FOOTBRIDGE

NEW PARAPET

TRIEF KERB

EXISTING

KERB LINE

TRIEF KERB

EXISTING STATION

FOOTBRIDGE

GUARDRAIL

STANDARD KERB (WITH

COMBINED DRAINAGE)

EXISTING

KERB LINE

VB

INTEGRAL

FOOTBRIDGE

PC

DRAINAGE GULLIES

EACH SIDE (SEE NOTE 6)

3m DIAMETER, 4.25m DEEP PRECAST

CONCRETE CHAMBER RINGS FILLED

WITH TYPE B FILTER STONE

FORMING SOAKAWAY FOR SOUTH

FOOTWAY DRAINAGE (SEE NOTE 7)

RIGG APPROACH

JUNCTION RE-MODELLED

BY OTHERS

6

.4

7

.0

7

.5

8

.0

6

.5

7

.0

7

.

5

8

.

0

NOTES

DRAWN :

SCALE :

DESIGNED :

DRAWING. No.

REVISION

BY

CH

K'D

AP

P'D

REV.

ORIGINAL SIZE : A1

www.tonygee.com

Consulting Civil, Structural and Geotechnical Engineers

DRAWING STATUSCODE

DATE DESCRIPTION

DO NOT SCALE FROM THIS DRAWING

Tony Gee and Partners LLP

Hardy House

140 High Street

Esher, Surrey

KT10 9QJ

Tel: 01372 461600

FOR APPROVALS4

RAILWAY BRIDGE

PLAN

C115014-TG-00-XX-DR-C-102

P4

GRK DGD

AS SHOWN

LEA BRIDGE ROAD

WIDENING

ON BEHALF OF

LONDON BOROUGH

WALTHAM FOREST

PLAN

SCALE 1:75

SCALE 1:75

1.5m 0m 1.5m 3m 4.5m 6m 7.5m

E-E

103

1. DRAWING IN mm UNLESS STATED OTHERWISE

2. ALL LEVEL IN METRES ABOVE A.O.D.

3. READ THIS DRAWING IN CONJUNCTION WITH

C115014-TG-00-XX-DR-C-103 &

C115014-TG-00-XX-DR-C-108

NEW RETAINING WALL

STRUCTURE

53

30

FO

OT

/C

YC

LE

WA

Y

LEA VALLEY CYCLE PATH

D

O

W

N

L

I

N

E

U

P

L

I

N

E

LAMMAS ROAD

EXISTING BRIDGE PARAPETS

N2 MESH FRAMED

METAL PARAPET

D

O

W

N

L

I

N

E

T

O

T

O

T

T

E

N

H

A

M

H

A

L

E

U

P

L

I

N

E

T

O

S

T

R

A

T

F

O

R

D

N1 TRIEF KERB

NETWORK RAIL

BOUNDARY WALL

AT LOW LEVEL

EXISTING PARAPET

WALL TO BE REMOVED

MESH FRAMED METAL

PEDESTRIAN PARAPET

EXTENT OF BRIDGE

PIER BELOW

BRIDGE WIDENING

KEY:

LEA VALLEY CYCLE

PATH

WIDENING TO EXTEND

UP TO ORIENT WAY

NETWORK RAIL ACCESS TRACK

F-F

103

G-G

108

AN

C

AG

GR

K

04.09.15P1FOR INFORMATION

NETWORK RAIL BOUNDARY FENCE

NETWORK RAIL BOUNDARY FENCE

LP

LP

LP

LP

LP

VB

AN

C

AG

JF

23.11.15P2AIP APPROVAL

LP= LIGHTING POST

VB= VEHICLE BOLLARD TO

PREVENT VEHICLE

INCURSION

LEA BRIDGE ROAD

AN

C

AG

LJA

W

01.04.16P3FORM 001 APPROVAL

NR BOUNDARY

25

00

FO

OT

/C

YC

LE

WA

Y

AN

C

AG

JP

C

27.01.17P4AIP APPROVAL

PEDESTRIAN

GUARDRAIL

N2 MESH FRAMED

METAL PARAPETEXISTING PARAPET

REMOVED

N1 TRIEF KERB

EXISTING STATION

FOOTBRIDGE

INTEGRAL

FOOTBRIDGE

EXISTING PARAPET

REMOVED

EXISTING TICKET HALL FLOOR SLAB (NR

STRUCTURE 664) USED TO ACCOMMODATE

FOOTWAY WIDENING FOR PEDESTRIANS AND

CYCLISTS. NEW STRUCTURAL SLAB OVERLAY TO BE

CONSTRUCTED OVER EXISTING DECK (SEE

DRAWING C115014-TG-00-XX-DR-C-108).

90

00

CA

RR

IA

GE

WA

Y

STANDARD KERB

INDICATIVE ROAD

MARKINGS

NOTES

DRAWN :

SCALE :

DESIGNED :

DRAWING. No.

REVISION

BY

CH

K'D

AP

P'D

REV.

SIGNIFICANT RESIDUAL HAZARDS

RESIDUAL HAZARD SUGGESTED CONTROL MEASURE

NOTE: The above hazards do not include every hazard or assumption, but

identify significant residual construction hazards that are not likely to be

obvious to a competent contractor and those that could be difficult to manage

effectively. Refer also to the designer's risk documentation.

ORIGINAL SIZE : A1

www.tonygee.com

Consulting Civil, Structural and Geotechnical Engineers

DRAWING STATUSCODE

DATE DESCRIPTION

DO NOT SCALE FROM THIS DRAWING

Tony Gee and Partners LLP

Hardy House

140 High Street

Esher, Surrey

KT10 9QJ

Tel: 01372 461600

FOR APPROVALS4

RAILWAY BRIDGE

SECTIONS

SHEET 1 OF 2

C115014-TG-00-XX-DR-C-103

P4

GRK DGD

AS SHOWN

LEA BRIDGE ROAD

WIDENING

ON BEHALF OF

LONDON BOROUGH

WALTHAM FOREST

0 5m1m 2m 3m 4m

SCALE 1:50

1m

0 2500mm500mm 1000mm 1500mm 2000mm

SCALE 1:25

500mm

SECTION F-F

SECTION E-E

SCALE 1:50

SCALE 1:25

650 850902

9000

TRIEF KERB

1. DRAWING IN mm UNLESS STATED OTHERWISE

2. ALL LEVEL IN METRES ABOVE A.O.D.

3. READ THIS DRAWING IN CONJUNCTION WITH

C115014-TG-00-XX-DR-C-102

C115014-TG-00-XX-DR-C-104

C115014-TG-00-XX-DR-C-105

C115014-TG-00-XX-DR-C-108

4. POSITIONS OF NEW OLE LINES APPROXIMATED

FROM LEA BRIDGE STATION

RE-DEVELOPMENTDRAWING;

UN60105-LBR-X-OL-DG-D2-300

5. NETWORK RAIL PLATFORM ACCESS STEPS TO BE

TEMPORARILY REMOVED TO CONSTRUCT

PROPOSED INTEGRAL BRIDGE PIER

6. LEVELS OF WIDENING STRUCTURES TO BE

DETERMINED TO FIT WITH EXISTING STRUCTURE

LEVELS AT INTERFACES.

7. EPS BLOCKS TO BE SEALED WITH A HIGH DENSITY

POLYETHYLENE SHEETING TO PROTECT AGAINST

CHEMICAL ATTACK.

DOWNLINE

UPLINE

NETWORK RAIL

BOUNDARY FENCE

450mmØ PILES

EXISTING R.C. PLANKS

EXISTING SLAB OVERLAY TO BE

REMOVED, NEW STRUCTURAL

SLAB OVERLAY TO BE LAID OVER

EXISTING R.C PLANKS (SEE

DRAWING

C115014-TG-00-XX-DR-C-108)

NEW REINFORCED

CONCRETE INTEGRAL BRIDGE

NEW PROPOSED

RETAINING WALL

STRUCTURE

(REFER TO DRAWING

C115014-TG-00-XX-DR-C-105)

1500 NORMAL N2

METAL

CONTAINMENT

PARAPET

EXISTING

HIGHWAY

PARAPET

REMOVED

VARIES

11.30

3% (SEE NOTE 6)

EXISTING BRIDGE

CONCRETE ENCASED STEEL BEAMS

(NR STRUCTURE 663)

EXISTING

SERVICE BAY PROPOSED NEW BRIDGE

NEW WIDENING TO

EXISTING APPROACH

ARCHES

(REFER TO DRAWING

C115014-TG-00-XX-DR-C-104)

R.C SLAB AND GRP

PERMANENT FORMWORK

CARRIAGEWAY

380 2750 450

45

0

I-I

108

ENCLOSED

VOID

CONCRETE

PLINTHS

ENCLOSED

VOID

EXISTING

CONCRETE

ENCASED

STEEL

BEAMS

AN

C

AG

GR

K

04.09.15P1FOR INFORMATION

300 DIA WATER MAIN

SEALED JOINT

REPOSITIONED

UKPN DUCTS

TOP OF EXISTING

SERVICE BAY

LOWERED BY 100mm

DECK PROFILE TO SUIT

PARAPET OUTER FACE

MESH CLADDING

150

MIN.

5202

NEW FOOT AND CYCLEWAY

0 500mm100mm 200mm 300mm 400mm

SCALE 1:5

100mm

CONCRETE

PLINTHS

APPROXIMATE 600

THK BRICKWORK

WALLS

APPROXIMATE 600

THK BRICKWORK

WALLS

MONITORING OF BRICKWORK PIER

WALLS ON N.R. STRUCTURE 664 TO

BE IN PLACE DURING

CONSTRUCTION

SUITABLE UNDERPINNING TO BE

DESIGNED AND INSTALLED BY

COMPETENT PERSONS

UNDERMINING EXISTING

BRICKWORK PIER WALLS TO

CONSTRUCT PILE CAPS.

UNDERMINING EXISTING

BRICKWORK PIER WALLS TO

CONSTRUCT PILE CAPS.

PLATFORM

PLATFORM ACCESS STEPS

(SEE NOTE 5)

PLATFORM

1660x4250x1000 THK. PILE CAP

3No.

450mmØ PILES

UNDERPINNING TO EXISTING BRICK

WALL (SEE RESIDUAL HAZARD NOTES)

44

34

M

IN

S

OF

FIT

H

EIG

HT

6.07

27

0

27

0

OLE (SEE NOTE 4) OLE (SEE NOTE 4)

5.77

SOFFIT LEVEL OF

ADJACENT EXISTING

BRIDGE 663 VARIES,

10.08m MIN.

AN

C

AG

JF

23.11.15P2AIP APPROVAL

11100 CLEAR SPAN

H-H

-

47

50

M

IN

GRP PERMANENT FORMWORK

R.C SLAB WITH SPRAY APPLIED

WATER PROOFING SYSTEM

SECTION H-H

SCALE 1:5

NON SLIP

SURFACING

NON SLIP SURFACING OVERLAY

AN

C

AG

LJA

W

01.04.16P3FORM 001 APPROVAL

RC WALL

2 COATS

BITUMINOUS

WATERPROOF

COATING

500

2 COATS BITUMINOUS

WATERPROOF

COATING

500

POLYSTYRENE FILCOR

100 (SEE NOTE 7)

WEST APPROACH WIDENING

EXISTING BRIDGE STRUCTURE (NR STRUCTURE 664)

PROPOSED NEW BRIDGE SPAN EAST APPROACH WIDENING

BACK OF WALL

DRAINAGE

SPRAY APPLIED WATER

PROOFING SYSTEM

BRICKWORK OF NR STRUCTURE

664 PIER RE-POINTED PRIOR TO

CONSTRUCTION OF NEW

INTEGRAL BRIDGE

EXISTING ABUTMENT

OF NR BRIDGE 663

STEEL REBAR DRILL &

FIXED INTO EXISTING

BRIDGE DECK

AN

C

AG

JP

C

27.01.17P4AIP APPROVAL

50 GAP

1000mm THK.

PILE CAP

200

SPRAY APPLIED WATER

PROOFING SYSTEM TO

EXISTING BRIDGE DECK

NOTES

DRAWN :

SCALE :

DESIGNED :

DRAWING. No.

REVISION

BY

CH

K'D

AP

P'D

REV.

ORIGINAL SIZE : A1

www.tonygee.com

Consulting Civil, Structural and Geotechnical Engineers

DRAWING STATUSCODE

DATE DESCRIPTION

DO NOT SCALE FROM THIS DRAWING

Tony Gee and Partners LLP

Hardy House

140 High Street

Esher, Surrey

KT10 9QJ

Tel: 01372 461600

FOR APPROVALS2

WEST APPROACH VIADUCT

ROAD WIDENING

SECTIONS

C115014-TG-00-XX-DR-C-104

P4

GRK DGD

AS SHOWN

LEA BRIDGE ROAD

WIDENING

ON BEHALF OF

LONDON BOROUGH

WALTHAM FOREST

0 5m1m 2m 3m 4m

SCALE 1:50

1m

SECTION C-C

(TYPICAL ARCH PIER SECTION)

SCALE 1:50

SECTION B-B

(TYPICAL SECTION

AT ARCH MIDSPAN)

SCALE 1:50

450 2325 MIN.

CYCLEWAY

1800 MIN.

FOOTWAY

2600 MIN

FOOT / CYCLEWAY

450

450 FOOTWAY

1800 MIN.

CYCLEWAY

3000 MIN.

450CYCLEWAY

2500 MIN.

LAMMAS ROAD

LAMMAS ROAD

EXISTING BUILDING

STANDARD KERB UNIT (WITH

COMBINED DRAINAGE)

EXISTING

ROAD LEVEL

EXISTING

ROAD LEVEL

1500 NORMAL N2 METAL

CONTAINMENT PARAPET

MASONRY ARCH BARREL

600 DIA WATER MAIN

CONCRETE/WEAK

BRICKWORK INFILL

MASONRY ARCH BARREL

SPRINGING LEVEL

RC SLAB

RC SUPPORT COLUMN

(SEE DRAWING

C115014-TG-00-XX-DR-C-106)

26mm Ø DYWIDAG

PERMANENT BAR ANCHOR

SYSTEM OR SIMILAR (SEE

NOTES). 1 NO. ANCHOR PER

COLUMN

1. DRAWING IN mm UNLESS STATED OTHERWISE

2. ALL LEVEL IN METRES ABOVE A.O.D.

3. READ THIS DRAWING IN CONJUNCTION WITH

C115014-TG-00-XX-DR-C-101

4. ALL PERMANENT BAR ANCHORS TO BE LOAD

TESTED.

5. PERMANENT BAR ANCHORS TO HAVE

CORROSION PROTECTION TO ENSURE

DURABILITY THROUGHOUT WORKING LIFE.

6. LOCATION OF BURIED SERVICES IN LAMMAS

ROAD TAKEN FROM SELECT SURVEYS DRAWING

14LBW1080. SERVICES NOT VERIFIED FROM SITE

INVESTIGATIONS.

7. UKPN ELECTRICAL DUCTS TO BE RELAID. DUCTS

TO BE MINIMUM 0.6M BELOW FOOTWAY

SURFACE. STEEL DUCTS TO BE USED WHERE

DUCTS ARE LOCATED BENEATH R.C SLAB

8. BURIED SERVICES AT 3 NO. COLUMN LOCATIONS

WITHIN LADYCARS YARD. SERVICES TO BE

DIVERTED PRIOR TO CONSTRUCTION WORKS.

9. ALL PERMANENT BAR ANCHORS TO BE

PRESTRESSED TO COUNTERACT SERVICE LIMIT

STATE LOADS.

10. ALL PERMANENT BAR ANCHORS TO BE

ANCHORED INTO PIER BRICKWORK BELOW

MASONRY ARCH BARREL SPRINGING LEVEL.

AN

C

AG

GR

K

04.09.15P1FOR INFORMATION

150mmØ UKPN ELECTRICAL

DUCTS (SEE NOTE 7)

150 DIA

GAS MAIN

1500 NORMAL N2 METAL

CONTAINMENT PARAPET

600 Ø MP GAS

MAIN (SEE

NOTE 6)

275 Ø FOUL WATER

MAIN (SEE NOTE 6)

AN

C

AG

JF

23.11.15P2AIP APPROVAL

150 Ø GAS MAIN

6500 2 LANE CARRIAGEWAY

8300 2 LANE CARRIAGEWAY

BURIED SERVICES

WITHIN LADYCARY

YARD (SEE NOTE 8)

ARCH BARREL REDUCED

THICKNESS AT EDGES

AN

C

AG

LJA

W

01.04.16P3FORM 001 APPROVAL

A

N

C

H

O

R

L

E

N

G

T

H

(

S

E

E

N

O

T

E

1

0

)

TRIEF KERB

1500mm METAL

PEDESTRIAN PARAPET

600mmØ

WATER MAIN

EXISTING MASONRY

INFILL / DOORWAY

TRIEF KERB

UNIT

TRIEF KERB

AN

C

AG

JP

C

27.01.17P4AIP APPROVAL

UNIDENTIFIED CABLE

(ASSUMED BT)

300mm DIA

WATER MAIN

380

150

380 380

EXISTING PARAPET

REMOVED

1500mm METAL

PEDESTRIAN PARAPET

DISUSED SEWER

(SEE NOTE 6)

REPOSITIONED

UKPN DUCTS

DOUBLE HEIGHT KERB TO

PROTECT COLUMNS

NOTES

DRAWN :

SCALE :

DESIGNED :

DRAWING. No.

REVISION

BY

CH

K'D

AP

P'D

REV.

ORIGINAL SIZE : A1

www.tonygee.com

Consulting Civil, Structural and Geotechnical Engineers

DRAWING STATUSCODE

DATE DESCRIPTION

DO NOT SCALE FROM THIS DRAWING

Tony Gee and Partners LLP

Hardy House

140 High Street

Esher, Surrey

KT10 9QJ

Tel: 01372 461600

FOR APPROVALS4

EAST APPROACH VIADUCT

ROAD WIDENING

SECTIONS

C115014-TG-00-XX-DR-C-105

P4

GRK DGD

AS SHOWN

LEA BRIDGE ROAD

WIDENING

ON BEHALF OF

LONDON BOROUGH

WALTHAM FOREST

0 5m1m 2m 3m 4m

SCALE 1:50

1m

SECTION D-D

SCALE 1:50

450 3000 MIN

CYCLEWAY

9000

3 LANE CARRIAGEWAY

500

GRASSED EMBANKMENT

1500 NORMAL N2 METAL

CONTAINMENT PARAPET

TRIEF KERB

TRIEF KERB

EXISTING

ROAD LEVEL

EXISTING CONCRETE FILLED MASONRY ARCH STRUCTURE

POLYSTYRENE FILCOR 100 (OR SIMILAR)

IN VOID BETWEEN NEW & EXISTING

WALLS (SEE NOTE 4)

1. DRAWING IN mm UNLESS STATED OTHERWISE.

2. ALL LEVEL IN METRES ABOVE A.O.D.

3. READ THIS DRAWING IN CONJUNCTION WITH

C115014-TG-00-XX-DR-C- 101 - SCHEME PLAN &

ELEVATION.

4. EPS BLOCKS TO BE SEALED WITH A HIGH DENSITY

POLYETHYLENE SHEETING TO PROTECT AGAINST

CHEMICAL ATTACK.

300mm DIA WATER MAIN

REPOSITIONED UKPN DUCTS

AN

C

AG

GR

K

04.09.15P1FOR INFORMATION

EXISTING HIGHWAY

PARAPET REMOVED

130 DIA

GAS MAIN

2000 MIN

AN

C

AG

JF

23.11.15P2AIP FOR APPROVAL

380380

FOOTWAY

CONCRETE BLINDING

CLASS 6I/6J BACKFILL

AN

C

AG

JF

01.04.16P3FORM 001 APPROVAL

300 DIA WATER MAINS

150 150

AN

C

AG

JP

C

27.01.17P4AIP APPROVAL

EXISTING MASONRY

WALL / PARAPET

2475 MIN.

FOOT/CYCLEWAY

5

3

6

0

9

7

.8

3

4

6

1

8

6

9

8

7

.3

1

0

4

0

.0

0

0

0

S

O

P

0

2

c

o

m

b

in

e

d

s

u

r

v

e

y

1

0

.

0

8

.

1

5

5

3

6

0

9

6

.9

6

7

7

1

8

6

9

8

7

.7

1

4

3

0

.0

0

0

0

S

O

P

0

2

r

o

a

d

a

lig

n

m

e

n

t

1

0

.

0

8

.

1

5

5

3

6

0

9

6

.6

8

1

6

1

8

6

9

8

8

.5

0

5

1

0

.0

0

0

0

S

O

P

0

2

o

r

ig

in

a

l

s

u

r

v

e

y

5

3

6

0

9

7

.8

3

4

6

1

8

6

9

8

7

.3

1

0

4

0

.0

0

0

0

S

O

P

0

2

c

o

m

b

in

e

d

s

u

r

v

e

y

1

0

.

0

8

.

1

5

5

3

6

0

9

6

.9

6

7

7

1

8

6

9

8

7

.7

1

4

3

0

.0

0

0

0

S

O

P

0

2

r

o

a

d

a

lig

n

m

e

n

t

1

0

.

0

8

.

1

5

5

3

6

0

9

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LEA BRIDGE ROAD WIDENING

PROPOSED SEQUENCE OF ROAD /

FOOTWAY CLOSURE DURING

CONSTRUCTION (SHEET 1 OF 3)

C115014-TG-00-XX-SK-C-0016

REVISION

P01

BY

DATE

REV.

CHK'D

APP'D

LJAW

AG

PROJECT TITLE

SKETCH TITLE

Tony Gee and Partners LLPwww.tonygee.com

LAMMAS ROAD

LADYCARS YARD

STAGE 1 PHASE 2:

· CLOSE SOUTH FOOTWAY ON LEA BRIDGE ROAD.

· REPLACE PARAPET ALONG SOUTH FOOTWAY ON WESTAPPROACH (APPROX 5 WEEKS).

· OCCUPY NETWORK RAIL LAND AND LAND TO THENORTH EAST.

· CONSTRUCT FOOTBRIDGE AND RETAINING WALLSUBSTRUCTURES.

· APPROXIMATE LENGTH OF WORKS IS 9 WEEKS.

LAMMAS ROAD

STAGE 2 PHASE 1:

· OPEN SOUTH FOOTWAY ON LEA BRIDGE ROAD.

· CLOSE NORTH FOOTWAY ON LEA BRIDGE ROAD.

· OCCUPY EAST BOUND LANE 1 OVER ROAD BRIDGE(APPROX. 3 WEEKS).

· CONSTRUCT FOOTWAY WIDENING ON NORTH SIDE OFROAD BRIDGE.

GENERAL NOTES:

1) TWO WAY TRAFFIC REQUIRED AT ALL TIMES.

2) MAINTAIN MINIMUM 6.5m CARRIAGEWAY WIDTH AT ALL TIMES.

3) ALL SIGNAGE TO COMPLY WITH TRAFFIC SIGNS MANUAL CHAPTER 8.

4) TRAFFIC MANAGEMENT TO BE DESIGNED BY CONTRACTOR. TFL

APPROVAL REQUIRED FOR TRAFFIC MANAGEMENT THEREFORE

EXTENTS OF ROAD OCCUPATION MAY CHANGE FROM THAT SHOWN

ON THIS DRAWING.

5) ALL VEHICLES INCLUDING SITE PLANT TO BE EXCLUDED FROM

EXISTING FOOTWAYS ALONG LEA BRIDGE ROAD.

KEY:

M.A.S.S TEMPORARY BARRIERS

SITE HOARDING / FENCING TO

EXCLUDE PUBLIC

TEMPORARY SITE OCCUPATION

PROPOSED SITE COMPOUND

TEMPORARY PEDESTRIAN CROSSINGS

LADYCARS YARD

SITE HOARDING ON LAMMAS ROAD

TO PROTECT FROM FALLING

DEBRIS FROM LEA BRIDGE ROAD

LEA BRIDGE ROAD

LEA BRIDGE ROAD

LAMMAS ROAD

LADYCARS YARD

LEA BRIDGE ROAD

STAGE 1 PHASE 1:

· SITE SET UP.

· OCCUPY LADYCARS YARD.

· CONSTRUCT SUBSTRUCTURES IN LADYCARS YARD.

· APPROXIMATE LENGTH OF WORKS IS 18 WEEKS.

OCCUPATION OF N.R. LAND

POSSESSION OF

LADYCARS YARD

SKETCH. No.

27/01/17

P01

ANC

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1

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5

3

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0

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1

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9

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2

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e

y

LEA BRIDGE ROAD WIDENING

PROPOSED SEQUENCE OF ROAD /

FOOTWAY CLOSURE DURING

CONSTRUCTION (SHEET 2 OF 3)

SKETCH. No.

C115014-TG-00-XX-SK-C-0017

REVISION

P01

BY

DATE

REV.

CHK'D

APP'D

GHM

27/01/17

P01

AG

ANC

PROJECT TITLE

SKETCH TITLE

Tony Gee and Partners LLPwww.tonygee.com

STAGE 2 PHASE 3:

· OCCUPY EAST BOUND LANE 1 ALONG EAST APPROACH(APPROX. 1 WEEK).

· CONSTRUCT FOOTWAY WIDENING ON NORTH SIDE OFEAST APPROACH.

· WORKS TO BE CARRIED OUT AT NIGHT AND MAYREQUIRE TEMPORARY SIGNAL RELOCATION.

STAGE 3 PHASE 1:

· OPEN NORTH FOOTWAY AND CYCLEWAY ON WIDENEDLEA BRIDGE ROAD.

· CLOSE SOUTH FOOTWAY ON LEA BRIDGE ROAD.

· OCCUPY WEST BOUND LANE 3 OVER ROAD BRIDGE.

· CONSTRUCT FOOTWAY WIDENING ON SOUTH SIDE OFROAD BRIDGE.

· WORKS TO BE CARRIED OUT AT NIGHT AND MAYREQUIRE TEMPORARY SIGNAL RELOCATION.

GENERAL NOTES:

1) TWO WAY TRAFFIC REQUIRED AT ALL TIMES.

2) MAINTAIN MINIMUM 6.5m CARRIAGEWAY WIDTH AT ALL TIMES.

3) ALL SIGNAGE TO COMPLY WITH TRAFFIC SIGNS MANUAL CHAPTER 8.

4) TRAFFIC MANAGEMENT TO BE DESIGNED BY CONTRACTOR. TFL

APPROVAL REQUIRED FOR TRAFFIC MANAGEMENT THEREFORE

EXTENTS OF ROAD OCCUPATION MAY CHANGE FROM THAT SHOWN

ON THIS DRAWING.

5) ALL VEHICLES INCLUDING SITE PLANT TO BE EXCLUDED FROM

EXISTING FOOTWAYS ALONG LEA BRIDGE ROAD.

KEY:

M.A.S.S TEMPORARY BARRIERS

SITE HOARDING / FENCING TO

EXCLUDE PUBLIC

TEMPORARY SITE OCCUPATION

PROPOSED SITE COMPOUND

LAMMAS ROAD

LADYCARS YARD

LAMMAS ROAD

LADYCARS YARD

LEA BRIDGE ROAD

LEA BRIDGE ROAD

VEHICLE AND PEDESTRIAN ACCESS

TO PUBLIC HOUSE MAINTAINED

STAGE 2 PHASE 2:

· OCCUPY EAST BOUND LANE 1 ALONG WEST APPROCH(APPROX. 6 WEEKS).

· CONSTRUCT FOOTWAY WIDENING ON NORTH SIDE OFWEST APPROACH.

LAMMAS ROAD

LADYCARS YARD

LEA BRIDGE ROAD

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3

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9

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LEA BRIDGE ROAD WIDENING

PROPOSED SEQUENCE OF ROAD /

FOOTWAY CLOSURE DURING

CONSTRUCTION (SHEET 3 OF 3)

SKETCH. No.

C115014-TG-00-XX-SK-C-0018

REVISION

P01

BY

DATE

REV.

CHK'D

APP'D

GHM

27/01/17

P01

AG

ANC

PROJECT TITLE

SKETCH TITLE

Tony Gee and Partners LLPwww.tonygee.com

STAGE 3 PHASE 2:

· OCCUPY WEST BOUND LANE 3 ALONG EAST END OFWEST APPROACH (APPROX. 2-3 DAYS).

· CONSTRUCT FOOTWAY WIDENING ON SOUTH SIDE OFWEST APPROACH.

GENERAL NOTES:

1) TWO WAY TRAFFIC REQUIRED AT ALL TIMES.

2) MAINTAIN MINIMUM 6.5m CARRIAGEWAY WIDTH AT ALL TIMES.

3) ALL SIGNAGE TO COMPLY WITH TRAFFIC SIGNS MANUAL CHAPTER 8.

4) TRAFFIC MANAGEMENT TO BE DESIGNED BY CONTRACTOR. TFL

APPROVAL REQUIRED FOR TRAFFIC MANAGEMENT THEREFORE

EXTENTS OF ROAD OCCUPATION MAY CHANGE FROM THAT SHOWN

ON THIS DRAWING.

5) ALL VEHICLES INCLUDING SITE PLANT TO BE EXCLUDED FROM

EXISTING FOOTWAYS ALONG LEA BRIDGE ROAD.

KEY:

M.A.S.S TEMPORARY BARRIERS

SITE HOARDING / FENCING TO

EXCLUDE PUBLIC

TEMPORARY SITE OCCUPATION

PROPOSED SITE COMPOUND

LAMMAS ROAD

LADYCARS YARD

LEA BRIDGE ROAD

LAMMAS ROAD

LADYCARS YARD

LEA BRIDGE ROAD

STAGE 3 PHASE 3:

· OCCUPY WEST BOUND LANE 3 ALONG WEST END OFWEST APPROACH (APPROX. 1 WEEK).

· CONSTRUCT FOOTWAY WIDENING ON SOUTH SIDE OFWEST APPROACH.

STAGE 4:

· OPEN SOUTH FOOTWAY ON LEA BRIDGE ROAD.

· CARRY OUT ROAD RE-SURFACING ALONG CENTRALSECTION OF LEA BRIDGE ROAD. TEMPORARY TRAFFICLIGHTS MAY BE REQUIRED.